排序方式: 共有37条查询结果,搜索用时 15 毫秒
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对轨道交通车辆多层复合结构的隔热壁进行隔热性能理论计算与仿真计算的对比,对隔热壁内部空气层的隔热性能进行分析。结论为:在车辆多层复合结构的隔热壁K值计算中,当空气层厚度大于一定厚度时,流体自然对流对隔热壁的隔热性能影响较大。利用多项式密度(Polynomial Denisity)和Boussinesq模型两种算法,对所得结论进行了验证。 相似文献
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班业平 《交通部上海船舶运输科学研究所学报》2013,36(2)
介绍了针对市场需求设计开发的20万吨级绿色环保散货船的基本概况、设计特点和主要要素.特别介绍了该船在线型优化、节能附体、主机选型优化、NOx、SOx、压载水处理系统等方面的独特设计,使该船成为真正意义上的“绿色船舶”. 相似文献
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Xuegang Ban Peng Hao Zhanbo Sun 《Transportation Research Part C: Emerging Technologies》2011,19(6):1133-1156
We study how to estimate real time queue lengths at signalized intersections using intersection travel times collected from mobile traffic sensors. The estimation is based on the observation that critical pattern changes of intersection travel times or delays, such as the discontinuities (i.e., sudden and dramatic increases in travel times) and non-smoothness (i.e., changes of slopes of travel times), indicate signal timing or queue length changes. By detecting these critical points in intersection travel times or delays, the real time queue length can be re-constructed. We first introduce the concept of Queue Rear No-delay Arrival Time which is related to the non-smoothness of queuing delay patterns and queue length changes. We then show how measured intersection travel times from mobile sensors can be processed to generate sample vehicle queuing delays. Under the uniform arrival assumption, the queuing delays reduce linearly within a cycle. The delay pattern can be estimated by a linear fitting method using sample queuing delays. Queue Rear No-delay Arrival Time can then be obtained from the delay pattern, and be used to estimate the maximum and minimum queue lengths of a cycle, based on which the real-time queue length curve can also be constructed. The model and algorithm are tested in a field experiment and in simulation. 相似文献
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A link-node complementarity model and solution algorithm for dynamic user equilibria with exact flow propagations 总被引:2,自引:0,他引:2
Xuegang Ban Henry X. Liu Michael C. Ferris Bin Ran 《Transportation Research Part B: Methodological》2008,42(9):823-842
In this paper, we propose a link-node complementarity model for the basic deterministic dynamic user equilibrium (DUE) problem with single-user-class and fixed demands. The model complements link-path formulations that have been widely studied for dynamic user equilibria. Under various dynamic network constraints, especially the exact flow propagation constraints, we show that the continuous-time dynamic user equilibrium problem can be formulated as an infinite dimensional mixed complementarity model. The continuous-time model can be further discretized as a finite dimensional non-linear complementarity problem (NCP). The proposed discrete-time model captures the exact flow propagation constraints that were usually approximated in previous studies. By associating link inflow at the beginning of a time interval to travel times at the end of the interval, the resulting discrete-time model is predictive rather than reactive. The solution existence and compactness condition for the proposed model is established under mild assumptions. The model is solved by an iterative algorithm with a relaxed NCP solved at each iteration. Numerical examples are provided to illustrate the proposed model and solution approach. We particularly show why predictive DUE is preferable to reactive DUE from an algorithmic perspective. 相似文献
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刍议我国隧道及地下工程建设风险管理实行统一规范的必要性 总被引:1,自引:0,他引:1
为解决我国隧道及地下工程界存在的行业间风险管理标准不一致、不规范的现状,从丰富及普及风险管理知识,提高风险管理水平,构建规范的隧道及地下工程风险管理体系,促进工程担保和工程保险事业发展,促进风险管理制度化、法制化等方面论述我国隧道及地下工程风险管理标准统一的必要性,并通过对现行铁路隧道、公路隧道、城市地下轨道交通风险管理标准的比较,就统一术语、风险分级标准、风险管理程序和风险管理内容等提出建议,供业内人士讨论。 相似文献
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拥挤定价理论发展及对我国城市交通管理的启示 总被引:14,自引:0,他引:14
拥挤定价作为城市交通需求管理的重要组成部分,是交通经济学的核心内容之一。本文综述了拥挤定价理论的发展历程和最新进展,提出了该领域的研究方向,分析了拥挤定价理论在实践中的应用效果,给出了我国推行该政策的建议,拥挤定价的实践表明该政策在控制交通流方面效果显著,该政策是否具有可操作性取决于公众的态度,这将是我国大中城市推行该政策的基本出发点和难点。 相似文献
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分析了常规水旋澄清池处理工艺.提出了增加投药器、改变投药方式和改造水旋澄清池进水方式的强化措施.实验结果表明,水旋澄清池经强化技术改造后,黄河水中浊度、有机物、氨氮的去除率均有了较大提高.为水厂在黄河水较高浊度期的正常供水提供了技术保障. 相似文献
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利用Visual Basic设计的准装高度计算软件,实现对罐车所装液体产品的密度值≥1g/cm^3的罐车准装高度的计算,不但提高了工作效率,而且保证了数据的准确可靠。 相似文献